HomeMy WebLinkAboutS-32981400
N
M
n
N
d
G
z
0
W
N = 510600.93
E = 1629393.37
i
8" S. 26.93
I '
I
SDMH 10346 I. -'
8" N.E. 25.72
8" E. 23.65 i
24" E. 20.93 I
24" W. 21.17 j t
RIM 30.26
i
- (
II
°
�Y'W
1
I
"SPEED 10"
;=
I
i
NI I N
HORIZONTAL &VERTICAL CONTROL
i
I
>�
I
3
z
W:
o
° 546WILLIAMSAVEN
MONUMENT
�
Q
LL
0
WT. OF N 6TH ST & WELLS AVE N
"X4"
i
1
5g
`i
I
FND 4 GONG MON IN CASE
I
I
W
SIGN
'STREET
w/1 -1/2" BRASS DISC w /PUNCH MARK
ID° I
d
N = 510599.5770
i
1
'
3�(n
E = 1629530.1150
i
MONUMENT
1
I
I
tp
i
I
I,
INT. OF N 6TH ST & BURNETT AVE
N
FND 4 "X4" GONG MON IN CASE
W/ 1 -1/2" BRASS DISC W/ PUNCH
MARKI
N = 510605.1020
E = 1628973.1330
ELEVATION - 30.36
I
1
cp
I
BENCH MARK
� I
>=
1--
TOP OF SW BOLT OF TRAFFIC
111
o
SIGNAL BASE AT THE NE QUADRANT
W
OF INT. OF PARK AVE N &
I
1
N 6TH ST
ELEVATION = 32.37
I
�I
o
N
II
I
W
N = 510600.93
E = 1629393.37
i
8" S. 26.93
I '
I
SDMH 10346 I. -'
8" N.E. 25.72
8" E. 23.65 i
24" E. 20.93 I
24" W. 21.17 j t
NI i
I
� I
i�
N
1
1 3I I
I
I I ,
I
i
1 ,
I
RIM 30.26
i
- (
II
°
I SIGN
1
I
"SPEED 10"
rI
I
i
i
I
>�
I
3
z
W:
o
° 546WILLIAMSAVEN
�
Q
NI i
I
� I
i�
N
1
1 3I I
I
I I ,
I
i
1 ,
I
3
3
M
RI.T17"IMMr
i
RIM 30.26
6" CONC W. 27.88
I SIGN
29.55
"SPEED 10"
rI
I
i
i
I
>�
I
3
z
W:
..
° 546WILLIAMSAVEN
I
Q
LL
0
w�
i
1
5g
`i
I
.I
I
I
W
SIGN
'STREET
ID° I
d
1
i
3
3
M
RI.T17"IMMr
i
I
I
I
i 533 WELLS AVE N
j I I
541 WELLSAVEN I
j j I
I I �
IREPLACEALL EXISTING j
:SIDE SEWERS WITHIN THE
ALLEYRIGHT- OF-WAY
j jWITH 6" PVC (TYPICAL)
4" CONC W. 28.30
6" CONC E. 27.99
6" GONG W. 27.98
E. 28.40
CONC S. 28.26
540
4Tj
1,
0
WELLS AVE N.
526WELLSAVEN
i
I
I I
I j
I I
i
I j
I
I I
I I
FENCE . .............
f164 j
29.87
V 4" ADS 28.20
CONC E. 27.65
534
WILLIAMS
AVE N
3" IRON S.E. 25.75
6" CONC S.W. 25.75
8" TILE S. 25.75
8" TILE N. 25.75
CONC W. 28.51
WILLIAMSAVEN
523 WELLS AVE N
aG
O
(h�
I
I
I
I
I
I
523 WELLS AVE N
I
CB #12094
RIM 30.26
6" CONC W. 27.88
I SIGN
29.55
"SPEED 10"
rI
I
i
i
YI
G
>�
I
3
z
W:
I
° 546WILLIAMSAVEN
I
Q
LL
0
w�
i
1
5g
`i
I
.I
I
I
W
SIGN
'STREET
ID° I
d
I
I
I
i 533 WELLS AVE N
j I I
541 WELLSAVEN I
j j I
I I �
IREPLACEALL EXISTING j
:SIDE SEWERS WITHIN THE
ALLEYRIGHT- OF-WAY
j jWITH 6" PVC (TYPICAL)
4" CONC W. 28.30
6" CONC E. 27.99
6" GONG W. 27.98
E. 28.40
CONC S. 28.26
540
4Tj
1,
0
WELLS AVE N.
526WELLSAVEN
i
I
I I
I j
I I
i
I j
I
I I
I I
FENCE . .............
f164 j
29.87
V 4" ADS 28.20
CONC E. 27.65
534
WILLIAMS
AVE N
3" IRON S.E. 25.75
6" CONC S.W. 25.75
8" TILE S. 25.75
8" TILE N. 25.75
CONC W. 28.51
WILLIAMSAVEN
523 WELLS AVE N
aG
O
(h�
I
I
I
I
I
I
523 WELLS AVE N
I
CB #12094
iFY!Y.a471#iL'ii66'L'iff.HTi
I
EXISTING CB
RIM 30.58 NEW TYPE I CB #1 STA 40 +20, 3.0 RT
IE 8 °(NE) 25.72' RIM = 30.0±
IE 8 °(E) 23.65 NEW INLET #2 STA 40 +76, 3.0 RT
E 24(E) 20.93• IE 12" N & S = 24.40 RIM = 30.0± NEW INLET #3 STA 42 +05, 3.0 RT
IE 24 "(W) 21.17• RIM = 30.0±
IE 12 "S =24.24 !E 12 "N &S =24.68
IE6 "W =2750 IE 12 "N &S =25.33
lE6 "W =26.50
40 +00 41+00 42 +00 43 +00
- - -- ---- -----�................. ....................- ... .....I. ... .. .... .. .. ...I...
STA 42 +41.24 NG
- EXIST SSMH #81 fi2
- - - - RIM 30.38' -
IF 3 "(SE) 25.75' -
35 - - - - - o - oW 8(5))2
o: o z 0 o o W REMOVE
,- _ t- r, _ EXISTING CB
a a G W a Q e REMOVE
IE 25:75' 35
IE 575'
'IE 8" N' ' 25.75`
oo : oo p Ow. o to x : x 3 x , RIM 30.95• EXISTING CEI
o Q o a IE 4" W 26.30'
oo. x of 6 "(E)27.99'
a o . o a o . o N Ir `° EIM 6 "(W) 28 5P : : : : ly,l
xo. �ow x z. �� o. ( )
a
Ld
NOTE.-.:_ 3 0.. ..............
1. RECONNECTALL SIDE SEWERS Ld 30
56 LF of r 190 LF of 12" CPEP @:0.5% REMOVE EXISTING 8" STORM
Ld
EXPIRES 8/21/09
SCALE
Horiz. 1" = 20'
Vert. 1 " = 5'
TRIAD
MAB
:
DMC
NO. REVISION BY D H
1 " =20'
CITY OF
.0 RENTON
°� DATUM
a,
M. Planning /Building /Public Works Dept.
Ir rapt oxe
SGI1E ACW'dMNM Y
2008 SANITARY SEWER REPAIRS per:
Alley in the 500 Block between
Wells Ave N & Williams Ave N S -4
x c 4 a: 9
RIM 30.49
4" PVC E.
29.55
j
6" CONC N.
28.74
o
X
ii
W:
W
W
T
LL
w�
5g
°
'm
OHO
p
W
O
Ld
iFY!Y.a471#iL'ii66'L'iff.HTi
I
EXISTING CB
RIM 30.58 NEW TYPE I CB #1 STA 40 +20, 3.0 RT
IE 8 °(NE) 25.72' RIM = 30.0±
IE 8 °(E) 23.65 NEW INLET #2 STA 40 +76, 3.0 RT
E 24(E) 20.93• IE 12" N & S = 24.40 RIM = 30.0± NEW INLET #3 STA 42 +05, 3.0 RT
IE 24 "(W) 21.17• RIM = 30.0±
IE 12 "S =24.24 !E 12 "N &S =24.68
IE6 "W =2750 IE 12 "N &S =25.33
lE6 "W =26.50
40 +00 41+00 42 +00 43 +00
- - -- ---- -----�................. ....................- ... .....I. ... .. .... .. .. ...I...
STA 42 +41.24 NG
- EXIST SSMH #81 fi2
- - - - RIM 30.38' -
IF 3 "(SE) 25.75' -
35 - - - - - o - oW 8(5))2
o: o z 0 o o W REMOVE
,- _ t- r, _ EXISTING CB
a a G W a Q e REMOVE
IE 25:75' 35
IE 575'
'IE 8" N' ' 25.75`
oo : oo p Ow. o to x : x 3 x , RIM 30.95• EXISTING CEI
o Q o a IE 4" W 26.30'
oo. x of 6 "(E)27.99'
a o . o a o . o N Ir `° EIM 6 "(W) 28 5P : : : : ly,l
xo. �ow x z. �� o. ( )
a
Ld
NOTE.-.:_ 3 0.. ..............
1. RECONNECTALL SIDE SEWERS Ld 30
56 LF of r 190 LF of 12" CPEP @:0.5% REMOVE EXISTING 8" STORM
Ld
EXPIRES 8/21/09
SCALE
Horiz. 1" = 20'
Vert. 1 " = 5'
TRIAD
MAB
:
DMC
NO. REVISION BY D H
1 " =20'
CITY OF
.0 RENTON
°� DATUM
a,
M. Planning /Building /Public Works Dept.
Ir rapt oxe
SGI1E ACW'dMNM Y
2008 SANITARY SEWER REPAIRS per:
Alley in the 500 Block between
Wells Ave N & Williams Ave N S -4
x c 4 a: 9